Non-powered seawater pumping system for reducing seawater intrusion, and apparatus and method for optimal design of well in the same system

ABSTRACT

Disclosed is a non-powered seawater pumping apparatus for reducing seawater intrusion in a land in which an aquifer with a seawater-fresh water boundary surface is formed, the apparatus including a pumping pipe having opposite open end portions, a first end portion of the opposite open end portions being positioned below a sea level and a second end portion being positioned below a seawater-fresh water boundary surface in the land, and a well disposed to surround a lateral surface of a land-buried portion of the pumping pipe, which is buried in the land, so as to space away the land-buried portion of the pipe from the land, wherein seawater is filled in the pumping pipe, and the well includes a screen having a plurality of through holes formed along a circumference of the well at a lower end portion of the well.

TECHNICAL FIELD

The present invention relates to a seawater pumping system for reducinginfluence of seawater intrusion, and an apparatus and method for optimaldesign of a well in the system, and more particularly, to a non-poweredseawater pumping system for pumping seawater without a separate powersource such as a pump, and an apparatus and method for optimal design ofa seawater pumping apparatus for seawater pumping at optimal efficiencyin the seawater pumping system.

BACKGROUND ART

In general, seawater frequently intrudes through a permeable layer in aland to pollute underground water in a coastal area. In particular, whenexcess of an available amount of underground water is used in acorresponding area, a groundwater level is lowered and seawater moresmoothly intrudes and, when seawater intrudes into an aquifer in a land,water quality of the aquifer may not be recovered for several years,resulting in loss in value as a water intake source.

Conventionally, as a method of preventing or reducing seawaterintrusion, a method of pumping seawater at a lower portion of aseawater-fresh water boundary surface or injecting fresh water into anaquifer is used. However, both the methods of pumping seawater andinjecting fresh water require a driving source such as a pump andrequire power for driving the driving source and, thus, there is aproblem in terms of high installment and maintenance costs.

DETAILED DESCRIPTION OF THE PRESENT INVENTION Technical Object

An exemplary embodiment of the present invention provides a seawaterpumping apparatus that pumps seawater according to the Siphon principlebased on a difference between a seawater level and an underground waterlevel and, thus, a non-powered seawater pumping apparatus that has asimple well structure and does not require a separate pump or powerdevice may be embodied, thereby reducing installment cost and time andremarkably reducing maintenance cost.

An exemplary embodiment of the present invention provides a hydraulicmodel device that simulates the natural phenomenon in which ebb tide andhigh tide are repeated and also accurately measures the amount of pumpedwater when seawater is pumped at a water level during ebb tide.

An exemplary embodiment of the present invention provides a method foroptimal design of a seawater pumping apparatus, for most effectivelypumping seawater under a given condition.

Technical Solving Method

According to an exemplary embodiment, there is provided a non-poweredseawater pumping apparatus for reducing seawater intrusion in a land inwhich an aquifer with a seawater-fresh water boundary surface is formed,the apparatus including a pumping pipe having opposite open endportions, a first end portion of the opposite open end portions beingpositioned below a sea level and a second end portion being positionedbelow a seawater-fresh water boundary surface in the land, and a welldisposed to surround a lateral surface of a land-buried portion of thepumping pipe, which is buried in the land, so as to space away theland-buried portion of the pipe from the land, wherein seawater isfilled in the pumping pipe, and the well includes a screen having aplurality of through holes formed along a circumference of the well at alower end portion of the well.

According to an exemplary embodiment, there is provided a hydraulicmodel device for simulation of a boundary surface of first fluid andsecond fluid with smaller specific gravity than the first fluid, thedevice including a water tank including a sand reservoir configured toat least partially accommodate sand and a first fluid reservoir and asecond fluid reservoir, which are disposed at opposite sides of the sandreservoir and configured to store the first fluid and the second fluid,respectively, a first screen interposed between the sand reservoir andthe first fluid reservoir and having a plurality of through holes formedtherein, a second screen interposed between the sand reservoir and thesecond fluid reservoir and having a plurality of through holes formedtherein, a discharged water reservoir configured to store the firstfluid discharged from the water tank, a first water level adjustmentdevice configured to adjust a water level of the first fluid reservoir,and a second water level adjustment device configured to adjust a waterlevel of the discharged water reservoir at the same level as a waterlevel of the first fluid reservoir.

According to an exemplary embodiment, there is provided a method ofdesigning an optimized seawater pumping apparatus using a computer in asystem in which the seawater pumping apparatus is installed to reduceseawater intrusion in a land in which an aquifer with a seawater-freshwater boundary surface is formed, the method including (a) applying anoptimization algorithm to initial condition data of the aquifer togenerate n (n is an integer equal to or greater than 2) decisionvariable sets D of the seawater pumping apparatus, (b) applying anunderground water flow model to each of the n decision variable sets Dto generate n prediction results of change in a boundary surface, (c)calculating a performance evaluation value of each of the n predictionresults, and (d) selecting a decision variable set D having a maximumperformance evaluation value.

According to an exemplary embodiment, there is provided a computerreadable recording medium having recorded thereon a program forexecuting the method.

Advantageous Effects

According to one or more embodiments of the present invention, aseawater pumping apparatus may pump seawater according to the Siphonprinciple based on a difference between a seawater level and anunderground water level and, thus, a non-powered seawater pumpingapparatus that has a simple well structure and does not require aseparate pump or power device may be embodied, thereby reducinginstallment cost and time and remarkably reducing maintenance cost.

According to one or more embodiments of the present invention, ahydraulic model device may simulate the natural phenomenon in which ebbtide and high tide are repeated and may also accurately measures theamount of pumped water when seawater is pumped at a water level duringebb tide.

According to one or more embodiments of the present invention, a methodfor optimal design of a seawater pumping apparatus may most effectivelypump seawater under a given condition.

BRIEF DESCRIPTION OF DRAWINGS

FIG. 1 is a diagram for explanation of a seawater pumping systemaccording to an exemplary embodiment of the present invention.

FIG. 2 is a diagram for explanation of a seawater pumping apparatusaccording to an exemplary embodiment of the present invention.

FIG. 3 is a diagram for explanation of an operation of a seawaterpumping apparatus at a water level during ebb tide, according to anexemplary embodiment of the present invention.

FIG. 4 is a diagram for explanation of an operation of a seawaterpumping apparatus at a water level during high tide, according to anexemplary embodiment of the present invention.

FIG. 5 is a diagram for explanation of change in groundwater level andseawater-fresh water boundary surface through an operation of a seawaterpumping apparatus according to an exemplary embodiment of the presentinvention.

FIG. 6 is a schematic perspective diagram of a hydraulic model devicefor simulation of a seawater-fresh water boundary surface according toan exemplary embodiment of the present invention.

FIG. 7 is a diagram for explanation of a hydraulic model deviceaccording to an exemplary embodiment of the present invention.

FIG. 8 is a diagram for explanation of an operation of a hydraulic modeldevice at a water level during ebb tide, according to an exemplaryembodiment of the present invention.

FIG. 9 is a diagram for explanation of an operation of a hydraulic modeldevice at a water level during high tide according to an exemplaryembodiment of the present invention.

FIG. 10 is a diagram for explanation of a seawater-fresh water boundarysurface measure device according to an exemplary embodiment of thepresent invention.

FIG. 11 is a flowchart of an example of a method for optimal design of anon-powered seawater pumping well according to an exemplary embodimentof the present invention.

FIG. 12 is a diagram for explanation of an exemplary initial conditionapplied to a used optimization algorithm according to an exemplaryembodiment of the present invention.

FIG. 13 is a diagram illustrating a result of exemplary optimal designof a seawater pumping well derived by an underground water flow modelaccording to an exemplary embodiment of the present invention.

FIG. 14 is a block diagram for explanation of a configuration of anexemplary system for optimal design of a non-powered seawater pumpingwell according to an exemplary embodiment of the present invention.

BEST MODE FOR EMBODYING THE INVENTION

Exemplary embodiments will now be described more fully with reference tothe accompanying drawings to clarify aspects, other aspects, featuresand advantages of the present invention. The exemplary embodiments may,however, be embodied in many different forms and should not be construedas limited to the exemplary embodiments set forth herein. Rather, theexemplary embodiments are provided so that this disclosure will bethorough and complete, and will fully convey the scope of theapplication to those of ordinary skill in the art.

In the drawings, the lengths, thicknesses, and areas of elements areexaggerated for effective explanation.

As used herein, the singular forms are intended to include the pluralforms as well, unless the context clearly indicates otherwise. It willbe further understood that the terms “comprises” and/or “comprising,”when used in this specification, do not preclude the presence oraddition of one or more other components.

Hereinafter, exemplary embodiments will be described in greater detailwith reference to the accompanying drawings. The matters defined in thedescription, such as detailed construction and elements, are provided toassist in a comprehensive understanding of the exemplary embodiments.However, it is apparent that the exemplary embodiments can be carriedout by those of ordinary skill in the art without those specificallydefined matters. In the description of the exemplary embodiments,certain detailed explanations of the related art are omitted when it isdeemed that they may unnecessarily obscure the essence of the presentinvention.

Hereinafter, a seawater pumping system according to an exemplaryembodiment of the present invention will be described with reference toFIGS. 1 to 4.

FIG. 1 is a schematic cross-sectional view of a land of a coastal areaand a seawater pumping system installed in this area, according to anexemplary embodiment of the present invention. Referring to the drawing,the land may broadly include a permeable layer 10 and an aquiclude 20downward from a ground surface. The permeable layer 10 may include anoverburden, a soil layer, and so on through which water is capable ofpermeating or easily permeates and the aquiclude 20 may include a claylayer, a rock layer, and so on through which water is not capable ofpermeating or is difficult to permeate.

An aquifer containing underground water (fresh water) is present in aregion of the permeable layer 10 of an inland area. The aquifer mayinclude soil components with high hydraulic conductivity and, ingeneral, include various rock components such as sand, gravel,sandstone, an alluvial layer, porous limestone, crack marble, crackgranite, and clastic quartzite.

However, as illustrated in FIG. 1, in a coastal area, seawater intrudesinto an inland area through the permeable layer 10 and, in this regard,specific gravity (about 1.025) of seawater is greater than specificgravity of fresh water and, thus, seawater intrudes below fresh waterand a seawater-fresh water boundary surface IF may be generated. Asillustrated in FIG. 1, distribution of a water level of theseawater-fresh water boundary surface IF (hereinafter, referred to as“boundary surface”) is shown as being the same as a water level of thesea in a coastline and being lowered toward an inland area.

A seawater pumping apparatus 30 for pumping seawater to reduce seawaterintrusion according to an exemplary embodiment of the present inventionmay be installed on this land. In this regard, FIG. 2 is a schematicdiagram of a seawater pumping apparatus according to an exemplaryembodiment of the present invention.

Referring to FIG. 2, the seawater pumping apparatus 30 according to anexemplary embodiment of the present invention may include a pumping pipe31 for discharging, to the sea, seawater that intrudes into a permeablelayer of an inland area and a well 32 formed to surround a portion ofthe pumping pipe 31.

The pumping pipe 31 (hereinafter, referred to “pipe”) may be formed as along pipe including opposite open end portions 311 and 312. Asillustrated in FIG. 1, the pumping pipe 31 may be disposed so as toposition a first end portion 311 of the opposite end portions below asea level and to position a second end portion 312 below aseawater-fresh water boundary surface in the land. Although describedlater, seawater is filled in the pipe 31 and is pumped toward the firstend portion 311 from the second end portion 312 according to the Siphonprinciple.

In order to fill seawater in the pipe 31, although not shown, forexample, one or more openable inlets (not shown) may be formed in thepipe 31 and seawater may be injected into the pipe 31 through the inlet.

According to an exemplary embodiment of the present invention, the pipe31 may include a check valve 315. The check valve 315 may not affectseawater flow toward the first end portion 311 from the second endportion 312 but may prevent seawater from flowing backward in anopposite direction, that is, a direction toward the second end portion312 from the first end portion 311. In the illustrated embodiment,although the check valve 315 is illustrated as installed at the secondend portion 312 of the pipe 31, the check valve 315 may be installed atan arbitrary location of the pipe 31.

According to an exemplary embodiment of the present invention, the pipe31 may further include a flow meter 317. The flow meter 317 may measurethe amount of fluid flowing in the pipe 31 and may be installed at anarbitrary location of the pipe 31.

According to an exemplary embodiment of the present invention, the well32 may be shaped like, for example, a long cylindrical pipe and aportion of the pipe 31 may be installed into the well 32. That is, thewell 32 may be disposed to surround a ‘portion’ (hereinafter,“land-buried portion”) of the pipe 31, which is buried in the land, soas to space away the land-buried portion of the pipe 31 from the land.Accordingly, an internal diameter of the well 32 may be greater than anexternal diameter of the land-buried portion of the pipe 31.

An upper end portion of the well 32 may be opened to permit the pipe 31to be inserted thereinto and a lower end portion of the well 32 may beopened or closed by a lower bottom.

A plurality of through holes 321 may be formed along a circumference ofthe well 32 at a lower end portion of the well 32. The through hole 321may be formed up to a predetermined height 13 to surround the lower endportion of the well 32 and, as such, a region in which the through holes321 are formed is referred to as a ‘screen’.

The through hole 321 may have an appropriate diameter as long as fluid(e.g., seawater or fresh water) flows therethrough and soil of anaquifer does not pass through the through hole 321 and, accordingly,seawater flows into a space between an external lateral surface of thepipe 31 and an internal lateral surface of the well 32 and is filled inat least a portion of the space. For example, seawater that flows intothe space through the through holes 321 may be filled up to agroundwater level H.

FIG. 3 is a diagram for explanation of an operation of a seawaterpumping apparatus at a water level during ebb tide, according to anexemplary embodiment of the present invention. Referring to the drawing,a seawater level further drops below a mean seawater level (MSL) duringebb tide. However, the well 32 is maintained at a higher water levelthan a seawater level according to flow of underground water that flowsto a coastal area from an inland area and, thus, water in the pipe 31flows toward the first end portion 311 from the second end portion 312according to the Siphon principle and seawater below the seawater-freshwater boundary surface IF is pumped to the sea.

FIG. 4 is a diagram for explanation of an operation of a seawaterpumping apparatus at a water level during high tide, according to anexemplary embodiment of the present invention. Referring to the drawing,a seawater level further rises above a mean seawater level (MSL) duringhigh tide. Accordingly, a difference between a seawater level and awater level of a well is reduced and the amount of seawater flowingtoward the sea through the pipe 31 may be reduced.

In this case, when the groundwater level H is lower than a seawaterlevel, seawater flows into the first end portion 311 according to theSiphon principle and flows backward in a direction toward the second endportion 312. Accordingly, according to an exemplary embodiment of thepresent invention, the check valve 315 may operate to prevent seawaterfrom flowing backward. According to an alternative embodiment of thepresent invention, a manual or automatic open/close valve may beinstalled instead of the check valve 315 so as to prevent seawater fromflowing backward.

FIG. 5 is a diagram for explanation of change in groundwater level andseawater-fresh water boundary surface through an operation of a seawaterpumping apparatus according to an exemplary embodiment of the presentinvention and, for example, schematically illustrates assuming a steadystate after an operation of pumping seawater at a water level during ebbtide and temporary stopping of seawater pumping at a water level duringhigh tide are continuously repeated and a time elapses.

Referring to the drawing, the groundwater level H is at a level H1 priorto water pumping and drops to a level H2 after water pumping. Theseawater-fresh water boundary surface IF is at a level IF1 prior towater pumping and drops to IF2 after water pumping. Drop in the level ofthe boundary surface IF means that a fresh water region iscorrespondingly widened and, thus, it may be seen that seawaterintrusion is reduced.

As such, the seawater pumping apparatus 30 according to an exemplaryembodiment of the present invention pumps seawater according to theSiphon principle based on a difference between a seawater level and anunderground water level during ebb tide and, thus, a non-poweredseawater pumping apparatus that does not require a separate pump orpower device may be embodied, thereby reducing installment cost and timeand remarkably reducing maintenance cost compared with a conventionalseawater pumping apparatus via pump driving.

According to the aforementioned exemplary embodiment of the presentinvention, the amount of pumped seawater is small or seawater is notcapable of being pumped during high tide but, in an alternativeembodiment, a pump (not shown) may be further installed to compensatethe defect. That is, as illustrated in FIG. 3, seawater is pumpedwithout power according to the Siphon principle during ebb tide and thepump is driven to assist seawater pumping according to the presentinvention during high tide and, thus, seawater may be pumped for 24hours irrespective of a difference between ebb tide and high tide.According to the alternative embodiment of the present invention,additional components (e.g., a pump and a power source) are installed athigh cost compared with the illustrated embodiment, but the pump isdriven during half or less of a total operating time and, thus, a costsaving effect may be still maintained compared with the prior art.

When the aforementioned non-powered seawater pumping system is used,pumping efficiency may be varied according to a location of an aquifer,at which the seawater pumping apparatus 30 is buried, the seawaterpumping apparatus 30 may be installed at a most optimum location ifpossible. To this end, a pumping well may be designed in overallconsideration of influence of seawater pumping according to variousdesign values of a pumping well, which will be described below withreference to FIGS. 11 to 14.

Hereinafter, with reference to FIGS. 6 to 10, a hydraulic model forsimulation of a seawater-fresh water boundary surface for optimal designof the aforementioned seawater pumping apparatus 30 will be described.

FIG. 6 is a schematic perspective diagram of a hydraulic model devicefor simulation of a seawater-fresh water boundary surface according toan exemplary embodiment of the present invention. FIG. 7 is a lateralcross-sectional view of a hydraulic model device according to anexemplary embodiment of the present invention. In FIG. 6, somecomponents are omitted to facilitate understanding of a structure of ahydraulic model device.

Referring to the drawing, the hydraulic model device according to anexemplary embodiment of the present invention may include a water tank100. The water tank 100 may be shaped like a hexagon with an open upperend portion and may be formed of a transparent or semitransparentmaterial such that the inside of the water tank 100 is seen.

The internal portion of the water tank 100 may be divided into at leastthree portions. In the illustrated embodiment, a sand reservoir 130 foraccommodating sand may be positioned in an intermediate portion and aseawater reservoir 140 for storing seawater and a fresh water reservoir150 for storing fresh water may be positioned at opposite sides,respectively.

The sand reservoir 130 and the seawater reservoir 140 may be separatedby a first screen 110 and the sand reservoir 130 and the fresh waterreservoir 150 may be separated by a second screen 120. Each of the firstand second screens 110 and 120 may be shaped like, for example, a thinplate and a plurality of through holes (not shown) may be formed over anentire area of a screen. The through hole may have an appropriate sizeas long as sand does not pass the through hole but fluid (seawater andfresh water) flows through the through hole.

Accordingly, when sand is put in the sand reservoir 130 and, then,seawater 141 and fresh water 151 are filled up to predetermined waterlevels in the seawater reservoir 140 and the fresh water reservoir 150,respectively, the seawater 141 and the fresh water 151 partially intrudeinto the sand reservoir 130 through the first screen 110 and the secondscreen 120, respectively. In this case, since specific gravity ofseawater is greater than that of fresh water, seawater intrudes belowfresh water and a seawater-fresh water boundary surface IF is formed, asillustrated in FIG. 6.

Referring to FIG. 7, a water level adjustment device for adjusting awater level may be installed in the seawater reservoir 140. In theillustrated embodiment, the water level adjustment device may include adrainage pipe 145. The drainage pipe 145 may be disposed in an upper andlower direction in the seawater reservoir 140 and may have an upper endportion opened upward and a lower end portion 146 that is connected tothe outside through the seawater reservoir 140. In this configuration,when a water level of seawater becomes higher than the upper end potionof the drainage pipe 145, seawater is suck into the drainage pipe 145and discharged to the outside through the lower end portion 146 and,thus, seawater may be maintained at a height of the upper end portion ofthe drainage pipe 145.

In this case, according to an exemplary embodiment of the presentinvention, the drainage pipe 145 may be configured to be moved in anupper and lower direction. Although not illustrated, for example, thedrainage pipe 145 may be moved by a predetermined height in an upper andlower direction in the seawater reservoir 140 by a driver, for example,a driving motor or a cylinder and, accordingly, a seawater level of theseawater reservoir 140 may also rise or drop by the correspondingheight. Accordingly, according to this configuration, for example,change in a seawater level during ebb tide-high tide may be embodied ina hydraulic model device according to the present invention.

According to an exemplary embodiment of the present invention, a waterlevel adjustment device for adjustment of a water level may also beinstalled in the fresh water reservoir 150. According to an exemplaryembodiment of the present invention, the water level adjustment devicemay include a drainage pipe 155. Similarly to the drainage pipe 145 ofthe seawater reservoir 140, the drainage pipe 155 of the fresh waterreservoir 150 may be disposed in an upper and lower direction in thefresh water reservoir 150 and may have an upper end portion that isopened upward and a lower end portion 156 that is connected to theoutside through the fresh water reservoir 150. Accordingly, when a waterlevel of fresh water becomes higher than the upper end portion of thedrainage pipe 155, fresh water is discharged to the outside through thedrainage pipe 155 and, thus, fresh water of the fresh water reservoir150 may be maintained at a height of the upper end portion of thedrainage pipe 155.

In this case, according to an exemplary embodiment of the presentinvention, similarly to the drainage pipe 145 of the seawater reservoir140, the drainage pipe 155 of the fresh water reservoir 150 may also beconfigured to be moved in an upper and lower direction. However, it maynot be necessary to consider a difference between ebb tide and high tidewith respect to fresh water and, accordingly, a device for driving thedrainage pipe 155 in an upper and lower direction may be omitted.

In the illustrated embodiment, although the drainage pipes 145 and 155are used to adjust water levels of the seawater reservoir 140 and thefresh water reservoir 150, respectively, other methods may be usedinstead of the drainage pipes 145 and 155. For example, a pump may alsobe installed in each of the reservoirs 140 and 150 and driven to adjusteach of the reservoirs 140 and 150 to a desired water level and,accordingly, it would be obvious to one of ordinary skilled in the artthat the present invention is not limited to a specific water leveladjustment device.

The hydraulic model device according to an exemplary embodiment of thepresent invention may further include a discharged water reservoir 170for storing seawater discharged from the water tank 100. The dischargedwater reservoir 170 may be any-type container as long as the dischargedwater reservoir 170 contains fluid.

The discharged water reservoir 170 may include a water level adjustmentdevice for adjustment of a water level. According to an exemplaryembodiment of the present invention, the water level adjustment devicemay include a drainage pipe 175. Similarly to the drainage pipes 145 and155 of the seawater reservoir 140 or the fresh water reservoir 150, thedrainage pipe 175 of the discharged water reservoir 170 may be disposedin an upper and lower direction in the discharged water reservoir 170and may have an upper end portion that is opened upward and a lower endportion 176 that is connected to the outside through the dischargedwater reservoir 170. Accordingly, when a water level of discharged waterbecomes higher than the upper end portion of the drainage pipe 175,discharged water is discharged to the outside through the drainage pipe175 and, thus, water in the discharged water reservoir 170 may bemaintained at a height of the upper end portion of the drainage pipe175.

According to an exemplary embodiment of the present invention, a waterlevel of the discharged water reservoir 170 may be maintained at thesame water level of that of the seawater reservoir 140. To this end,according to an exemplary embodiment of the present invention, thedrainage pipe 175 of the discharged water reservoir 170 may be designedto have an upper end portion with the same height as that of the upperend portion of the drainage pipe 145 of the seawater reservoir 140. Inaddition, when the drainage pipe 145 is moved in an upper and lowerdirection, the discharged water reservoir 170 may be configured to becorrespondingly moved in an upper and lower direction. For example, thedischarged water reservoir 170 and the drainage pipe 145 may beconfigured to be integrally and simultaneously moved in an upper andlower direction using one driving motor or driving cylinder.

As an alternative method of maintaining a water level of the dischargedwater reservoir 170 at the same water level as that of the seawaterreservoir 140, the drainage pipe 175 of the discharged water reservoir170 may be designed to have the upper end portion with the same heightas that of the upper end portion of the drainage pipe 145 of theseawater reservoir 140 and the two drainage pipes 145 and 175 may beconfigured to be integrally moved in an upper and lower direction. Thatis, in the alternative embodiment, the discharged water reservoir 170may be fixed and only the drainage pipe 175 may be configured to bemoved in an upper and lower direction according to movement of thedrainage pipe 145.

A discharge amount measurer 180 for measuring the amount of waterdischarged from the discharged water reservoir 170 may be disposed belowthe discharged water reservoir 170. In the illustrated embodiment, thelower end portion of the drainage pipe 175 of the discharged waterreservoir 170 may be configured to be opened downward such that waterdischarged from the discharged water reservoir 170 directly drops intothe discharge amount measurer 180.

According to an exemplary embodiment of the present invention, thedischarge amount measurer 180 may include a container 181 foraccommodating water that drops from the discharged water reservoir 170and a scale 183 for measuring a weight of the container. The container181 may be any-type container for accommodating water discharged fromthe discharged water reservoir 170 and the scale 183 may be, forexample, an electronic scale.

The hydraulic model device according to an exemplary embodiment of thepresent invention may include a pipe 200 that is buried in an upper andlower direction in the sand reservoir 130. The pipe 200 may haveopposite open end portions and a screen may be formed to a predeterminedheight at the lower end portion. A plurality of through holes 210 may beformed in the screen and the through hole 210 may have an appropriatediameter as long as sands do not pass through the through hole 210 butfluid passes through the through hole 210.

The lower portion of the pipe 200 extends below the seawater-fresh waterboundary surface such that the screen is disposed below the boundarysurface. According to this configuration, seawater flowing into the pipe200 through the through hole 210 of the screen may be filled up to apredetermined height in the pipe 200. For example, seawater flowing intothe pipe 200 may be filled to almost the same height as that of freshwater that intrudes into the sand reservoir 130.

A hose 160 may be installed to allow fluid to flow between an internalportion of the pipe 200 and the discharged water reservoir 170. The hose160 may be installed in such a way that one end portion of the hose 160is positioned below a water level of the discharged water reservoir 170and the other end portion is connected to an approximate intermediateportion of the pipe 200 to be connected to the internal portion of thepipe 200. In this case, the other end portion of the hose 160 may beconnected to the pipe 200 at a lower location than a water level of thepipe 200 and the internal portion of the hose 160 may be entirely filledwith seawater in order to discharge seawater of the water tank 100 tothe discharged water reservoir 170 according to the Siphon principle.

As necessary, in order to measure the height of the seawater-fresh waterboundary surface, one or more boundary surface measure devices 300 maybe buried in the sand reservoir 130. The boundary surface measure devicewill be described below with reference to FIG. 10.

With reference to FIGS. 8 and 9, how a hydraulic model device embodiesebb tide and high tide will be described below.

FIG. 8 is a diagram for explanation of an operation of a hydraulic modeldevice at a water level during ebb tide, according to an exemplaryembodiment of the present invention.

First, as illustrated in FIG. 7, a state in which the fresh waterreservoir 150 is maintained at a slightly higher water level than thatof the seawater reservoir 140 may be assumed to simulate a mean seawaterlevel (MSL). In this state, the drainage pipe 145 of the seawaterreservoir 140 may be moved downward by a predetermined height. In thiscase, the discharged water reservoir 170 may be moved together by thesame height and, accordingly, as illustrated in FIG. 8, a water level ofthe seawater reservoir 140 and a water level of the discharged waterreservoir 170 may drop.

As such, water levels of the seawater reservoir 140 and the dischargedwater reservoir 170 are lower than a groundwater level (water levels ofthe sand reservoir 130 and the fresh water reservoir 150 in theillustrated hydraulic model) due to fresh water and, thus, seawaterbelow the boundary surface in the water tank 100 may flow into thedischarged water reservoir 170 according to the Siphon principle. Thatis, seawater below the boundary surface may be discharged to thedischarged water reservoir 170 through the pipe 200 and the hose 160.

In this case, seawater is already filled in the discharged waterreservoir 170 up to the height of the upper end portion of the drainagepipe 175 and, thus, as seawater is discharged to the discharged waterreservoir 170 from the water tank 100, water in the discharged waterreservoir 170 flows over the drainage pipe 175 and drops into thecontainer 181 of the discharge amount measurer 180. That is, the sameamount of water as that of water discharged to the discharged waterreservoir 170 from the water tank 100 may be discharged to the container181. Accordingly, when the amount of water that drops into the container181 is measured, the amount of seawater pumped according to the Siphonprinciple among seawater below a boundary surface of the water tank 100may be measured.

FIG. 9 is a diagram for explanation of an operation of a hydraulic modeldevice at a water level during high tide according to an exemplaryembodiment of the present invention. In order to simulate a high tidestate by the hydraulic model device, as illustrated in FIG. 9, thedrainage pipe 145 of the seawater reservoir 140 may be moved upward by apredetermined height. In this case, the discharged water reservoir 170may be moved together by the same height and, accordingly, asillustrated in FIG. 9, a water level of the seawater reservoir 140 and awater level of the discharged water reservoir 170 may rise.

In this case, water levels of the seawater reservoir 140 and thedischarged water reservoir 170 become higher than a groundwater leveldue to fresh water and, thus, seawater below the boundary surface in thewater tank 100 may not flow to the discharged water reservoir 170 andwater of the discharged water reservoir 170 may flow backward to thewater tank 100 according to the Siphon principle. Accordingly, in orderto prevent water from flowing backward, according to an exemplaryembodiment of the present invention, an open/close valve (not shown) maybe installed in the hose 160 to prevent water from flowing backward.

As such, the states of FIGS. 8 and 9 are continuously and repeatedlysimulated using the hydraulic model device according to the presentinvention for a predetermined time period and, thus, repetition of ebbtide and high tide may be simulated by the hydraulic model device and,when seawater is pumped at a water level during ebb tide, the amount ofpumped water may be accurately measured.

It would be obvious to one of ordinary skill in the art that thehydraulic model device according to the aforementioned embodiment of thepresent invention is applied to the case in which a behavior of aboundary surface between two fluids (i.e., an arbitrary first fluid anda second fluid with smaller specific gravity than the first fluid) withdifferent specific gravities is tested as well as the case in which abehavior of a seawater-fresh water boundary surface is tested.

With reference to FIG. 10, the boundary surface measure device 300 willbe described below. FIG. 10 is a schematic diagram illustrating anexemplary sectional structure of the seawater-fresh water boundarysurface measure device 300 according to an exemplary embodiment of thepresent invention. The boundary surface measure device 300 may include ameasurement pipe 320 filled with seawater or fresh water, a laserdistance measurer 310 disposed at an upper end portion of themeasurement pipe 320, and a buoy 330 positioned to freely move in themeasurement pipe 320.

The measurement pipe 320 may be, for example, a cylindrical member to beburied in the sand reservoir 130 of the aforementioned hydraulic modeldevice and may have an open upper end portion. The plurality of throughholes 321 may be formed in a lateral surface of the measurement pipe 320and may each have an appropriate diameter as long as fluid passesthrough the through holes 321 and sand does not pass through the throughholes 321.

Accordingly, for example, as illustrated in FIGS. 7 to 9, when themeasurement pipe 320 is buried in the sand reservoir 130, sand may notintrude into the measurement pipe 320 but seawater and fresh water mayflow into the measurement pipe 320 and may be filled to a predeterminedheight. In this case, a seawater-fresh water boundary surface isgenerated in the sand reservoir 130 and, thus, a boundary surface IF mayalso be formed in the measurement pipe 320. That is, as illustrated inFIG. 10, the seawater 141 may intrude into a lower portion of themeasurement pipe 320 and the fresh water 151 may intrude into an upperportion of the measurement pipe 320 to form a boundary surface IF, asillustrated in the drawing.

According to an exemplary embodiment of the present invention, the buoy330 positioned in the measurement pipe 320 may be manufactured to have aspecific gravity value between specific gravity of seawater and specificgravity of fresh water and, accordingly, the buoy 330 may be positionedat the boundary surface IF in the measurement pipe 320 filled with theseawater 141 and the fresh water 151.

For example, since specific gravity of fresh water is 1 and specificgravity of seawater is 1.025, the buoy 330 may be formed of a materialwith specific gravity of about 1.014. Alternatively, even if thematerial of the buoy 330 is heavier than seawater, a hollow is formed inthe buoy 330 such that specific gravity of the buoy 330 is 1.014.

In the illustrated embodiment, the buoy 330 may be configured to have anupper surface that is approximately flat and is almost the same as theboundary surface IF.

In this state, the laser distance measurer 310 installed at the upperend portion of the measurement pipe 320 may measure a distance betweenthe measurer and the buoy 330. For example, when a laser beam is emittedtoward the buoy 330 from the laser distance measurer 310 and, then, isreflected by an upper surface of the buoy 330 back to the laser distancemeasurer 310, the laser distance measurer 310 may receive the reflectedbeam and measure a time difference between a time point of emittinglight and a time point of receiving the reflected light to measure adistance between the laser distance measurer 310 and the buoy 330.

Hereinafter, with reference to FIGS. 11 to 14, a method of optimaldesign of a pumping well according to an exemplary embodiment of thepresent invention will be described.

When the non-powered seawater pumping system described with reference toFIGS. 1 to 5 is used, pumping efficiency may be varied according to alocation of an aquifer, at which the pumping well 32 is buried, thepumping well 32 may be installed at a most optimum location if possible.To this end, a pumping well needs to be designed in overallconsideration of influence of seawater pumping according to variousdesign values of a pumping well.

FIG. 11 is a flowchart of an example of a method for optimal design of anon-powered seawater pumping well according to an exemplary embodimentof the present invention. First, in operation S110, initial conditiondata may be input to an optimization algorithm. Here, the initialcondition data may be data to be input when the optimization algorithmis executed and, for example, may include data about distribution of aseawater-fresh water boundary surface and a groundwater level prior tonon-powered seawater pumping in a target region.

In this regard, FIG. 12 is a diagram for explanation for an exemplaryinitial condition. FIG. 12 is a plan view of an (unconfined) aquiferviewed from the above and contains a tidal boundary condition (BC)including a tide level function and a constant head BC indicating apredetermined water level condition of an inland area. According to anexemplary embodiment of the present invention, a tide level of ±3 m, atide level interval of 12 hours, a predetermined water level of aninland area of 3 m, an aquifer depth of −30 m, and hydraulicconductivity of 0.5 m/day may be input as an initial condition. Asillustrated in FIG. 12, the Y axis is input as a coastal length of 200 mand the X axis is set to 500 m as a distance to the Constant Head BCfrom the coast.

When the initial condition data is input to an optimization algorithm,in operation S120, the optimization algorithm may be applied to generaten (n is an integer equal to or greater than 2) decision variable sets Dof the non-powered seawater pumping well. In this case, the “decisionvariable” may be a variable required to design the non-powered seawaterpumping well 32 and may include at least one of a location α, a screenheight β, and a diameter γ of a pipe of the non-powered seawater pumpingwell 32 according to an exemplary embodiment of the present invention.

Here, the location α of the well 32 may be represented as a location onthe plan view of FIG. 12 and, for example, a lower-left end portion ofFIG. 12 may be the origin (0,0) and a point spaced apart from the originby a predetermined distance in the X axis and Y axis directions may berepresented as (x, y). The screen height β refers to a height of aregion (screen) of the lower end portion of the well 32, in which thethrough holes 31 are formed, as illustrated in FIG. 2. The diameter γ ofa pipe refers to a diameter of the pipe 31 installed in the well 32.

According to an alternative embodiment, the decision variable mayinclude other design values, for example, the number of non-poweredseawater pumping wells 32 to be installed. In the illustratedembodiment, for convenience of description, the three variables α, β,and γ are assumed to be the decision variables and, accordingly, ndecision variable sets D (α, β, γ) may be generated using theoptimization algorithm in operation S120.

The optimization algorithm may be one of well-known optimizationalgorithms such as a genetic algorithm, a neural network algorithm, aparticle swarming scheme, a differential evolution scheme, a Newtonscheme, and a steepest descent scheme. According to the presentembodiment, it is assumed that the genetic algorithm is used. Ingeneral, a genetic algorithm is one of representative methods forovercoming optimization problems and is a type of evolutionarycomputation obtained by imitating biological evolution. The geneticalgorithm is an algorithm for representing possible optimal solutions ofan objective function in a predetermined form of a data structure and,then, repeatedly searching the solutions to find a most optimalsolution.

According to an exemplary embodiment of the present invention, inoperation S110, when the initial condition data is input to the geneticalgorithm, n decision variable data sets D (α, β, γ) via crossover andmutation may be generated using the genetic algorithm. For example, when25 decision variable data sets D are set to be generated (i.e., n=25),data sets of D₁ (α₁, β₁, γ₁), D₂ (α₂, β₂, γ₂), . . . , D₂₅ (α₂₅, β₂₅,γ₂₅) may be generated via operation S120.

Then, when n data sets are generated, in operation S130, each of the ndata sets may be applied to an underground water flow model to generaten simulation results of change in seawater-fresh water boundary surface.In this case, the used underground water flow model may be, for example,DUSWIM and may be, but is not limited to, any underground water modelingalgorithm as long as the algorithm contains a function of designing anon-powered seawater pumping well.

The function of designing a non-powered seawater pumping well may be afunction of comparing a coastal water level and a water level of thenon-powered seawater pumping well to determine a pumping amount and maycontain the Darcy-Weisbach formula. In addition, the function mayinclude a check valve function of preventing seawater from beinginversely injected toward an inland area when a seawater level is high.

When each of the n data sets D generated in operation S120 is applied tothe underground water flow model, n prediction results (simulationresults) may be generated (S130).

Then, in operation S140, performance evaluation may be performed on eachof the n prediction results. According to an exemplary embodiment of thepresent invention, performance evaluation may be performed by, forexample, predefining an evaluation function for performance evaluationand inputting each of the n prediction results to the evaluationfunction to calculate an evaluation value.

A performance evaluation value with respect to each of the n predictionresults may be determined based on a value of a predefined evaluationfunction. According to an exemplary embodiment of the present invention,the evaluation function may include at least one of “target time ratio”,“boundary reduction volume ratio”, and “boundary reduction area ratio”.

The “target time ratio” may be a term about time taken to reach aspecific boundary surface depth and may indicate how fast an effect viaseawater pumping is achieved. The non-powered seawater pumping well is asystem using a tide level, which is not capable of always pumping waterand is capable of pumping water only at a specific time (i.e., when awater level of the non-powered seawater pumping well is higher than aseawater level). According to an exemplary embodiment of the presentinvention, the target time ratio may be calculated as a ratio of “targetboundary arriving time” to “reduced target time”.

The “boundary reduction volume ratio” is a condition about a volumeamong effects of the non-powered seawater pumping well and, in thisregard, as the amount of seawater is remarkably reduced, an effect ofreduction in seawater intrusion may be enhanced. According to anexemplary embodiment of the present invention, the boundary reductionvolume ratio may be calculated as a ratio of “volume affected byseawater after pumping” to “volume affected by seawater prior topumping”.

The “boundary reduction area ratio” may be one of the effects ofreduction in seawater intrusion and may be a condition about an area ofa region that the effect of reduction in seawater intrusion affects.According to an exemplary embodiment of the present invention, theboundary reduction area ratio may be calculated as a ratio of “area withreduced boundary surface after pumping” to “entire modeling area”.

According to an exemplary embodiment of the present invention, theevaluation function may include at least one of “target time ratio”,“boundary reduction volume ratio”, and “boundary surface reduction area”and may be proportional to the included term. For example, when all ofthe above three terms are considered, the evaluation function may bedefined according to the following equation or an arbitrary functionproportional to the following equation.

${{Evaluation}\mspace{14mu} {Function}\mspace{11mu} (F)} = {\frac{{Target}\mspace{14mu} {Boundary}\mspace{14mu} {Arriving}\mspace{14mu} {Time}\mspace{14mu} \left( {{after}\mspace{14mu} {application}} \right)}{{Reduced}\mspace{14mu} {Target}\mspace{14mu} {Time}\mspace{14mu} \left( {{prior}\mspace{14mu} {to}\mspace{14mu} {application}} \right)} + \frac{{Volume}\mspace{14mu} {affected}\mspace{14mu} {by}\mspace{14mu} {Seawater}\mspace{14mu} \left( {{after}\mspace{14mu} {application}} \right)}{{Volume}\mspace{14mu} {affected}\mspace{14mu} {by}\mspace{14mu} {Seawater}\mspace{14mu} \left( {{prior}\mspace{14mu} {to}\mspace{14mu} {application}} \right)} + \frac{{Boundary}\mspace{14mu} {Reduction}\mspace{14mu} {Area}\mspace{14mu} \left( {{after}\mspace{14mu} {application}} \right)}{{Entire}\mspace{14mu} {Modeling}\mspace{14mu} {A{rea}}\mspace{14mu} \left( {{prior}\mspace{14mu} {to}\mspace{14mu} {application}} \right)}}$

In this case, three right terms of the above evaluation function maysequentially refer to a target time ratio, a boundary reduction volumeratio, and a boundary reduction area ratio, respectively, from the left.

Referring back to FIG. 11, in operation S140, the n performanceevaluation values of each of the n simulation result values may beobtained using the evaluation function.

Then, if operation S140 is performed with respect to the last generationof the genetic algorithm, the genetic algorithm may proceed to operationS160 to select the data set D of a decision variable with a maximumvalue among the n performance evaluation values. However, when a presetlast generation number is not reached, the genetic algorithm may returnto operation S120 to repeatedly perform operation S120 of generating then decision variable data sets D, operation S130 of deriving n simulationresult values, and operation S140 of calculating n performanceevaluation values. In this case, the preset generation number G in thegenetic algorithm may be an integer equal to or greater than 2 and maybe arbitrarily set as an initial condition by a user.

FIG. 13 is a diagram illustrating a result of exemplary optimal designof a seawater pumping well derived by an underground water flow modelaccording to an exemplary embodiment (FIG. 12) of the present invention.Like in FIG. 12, in FIG. 13, the Y axis indicates a coastline and the Xaxis indicates a distance from a coastline.

As a result of FIG. 13, the graph shows a change in a boundary surfacewhen the seawater pumping well 32 is installed at a point spaced apartfrom the coast by about 20 meters, that is, a point (20, 0) and numbersof the graph refer to a lowered height of the seawater-fresh waterboundary surface after water is pumped. That is, as seen from the graphof FIG. 13, the boundary surface is lowered by 0.263 m at the point inwhich the seawater pumping well 32 is installed.

FIG. 14 is a block diagram for explanation of a configuration of anexemplary system for optimal design of a non-powered seawater pumpingwell according to an exemplary embodiment of the present invention.

Referring to FIG. 14, a non-powered seawater pumping well optimizationsystem 400 according to an exemplary embodiment of the present inventionmay be an arbitrary terminal apparatus or server for executingoperations of the flowchart described with reference to FIG. 11 and, asillustrated in the drawing, may include a processor 410, a memory 420,and a storage device 430.

The storage device 430 may be a storage medium that semi-permanentlystores data, such as a hard disk drive or a flash memory and may storeat least one of the aforementioned various algorithms, for example, analgorithm such as an optimization algorithm 431 such as a geneticalgorithm and an underground water flow model 432 such as DUSWIM orprograms.

In this configuration, various programs or algorithms may be stored inthe storage device 430 and, then, may be loaded and executed in thememory 420 under control of the processor 410. Alternatively, someprograms or algorithms may be present in an external server or storagedevice separately from the optimization system 400 according to thepresent invention and, when the optimization system 400 transmits dataor variables to a corresponding external server or device, the externalserver or device executes some operations of the program or algorithmand then transmits the resultant data to the optimization system 400.

While the invention has been described with reference to certainpreferred embodiments thereof and drawings, the present invention is notlimited to the above-described embodiments and various changes ormodification may be made based on the descriptions provided herein bythose skilled in the art. The scope of the present disclosure should notbe limited to and defined by the above-described exemplary embodiments,and should be defined not only by the appended claims but also by theequivalents to the scopes of the claims.

1. A non-powered seawater pumping apparatus for reducing seawaterintrusion in a land in which an aquifer with a seawater-fresh waterboundary surface is formed, the apparatus comprising: a pumping pipehaving two open end portions, a first end portion of the open endportions being positioned below a sea level and a second end portionbeing positioned below the seawater-fresh water boundary surface in theland; and a well disposed to surround a lateral surface of a land-buriedportion of the pumping pipe, which is buried in the land, so as to spaceaway the land-buried portion of the pipe from the land, wherein: thepumping pipe is filled with seawater; and the well comprises a screenhaving a plurality of through holes formed along a circumference of thewell at a lower end portion of the well.
 2. The apparatus according toclaim 1, further comprising a check valve installed in the pipe andconfigured to prevent seawater from flowing backward in a directiontoward the second end portion from the first end portion.
 3. Theapparatus according to claim 1, wherein the through holes of the screenhave a diameter as long as seawater passes and soil of the aquifer doesnot pass therethrough and the space is at least partially filled withseawater.
 4. The apparatus according to claim 1, wherein: at least oneof a location of the well, a screen height of the well, and a diameterof the pipe is determined based on at least one of a target time ratio,a boundary reduction volume ratio, and a boundary reduction area ratio;the target time ratio is proportional to a ratio of a target boundaryarriving time to a reduced target time; the boundary reduction volumeratio is proportional to a ratio of a volume affected by seawater afterpumping to a volume affected by seawater prior to pumping; and theboundary reduction area ratio is proportional to a ratio of a reducedarea of the boundary surface after pumping to an entire modeling area.5. The apparatus according to claim 4, wherein at least one of thelocation of the well, the screen height of the well, and the diameter ofthe pipe is determined based on a function value of an evaluationfunction, which is proportional to at least one of the target timeratio, the boundary reduction volume ratio, and the boundary reductionarea ratio.
 6. A hydraulic model device for simulation of a boundarysurface of first fluid and second fluid with smaller specific gravitythan the first fluid, the device comprising: a water tank comprising asand reservoir configured to at least partially accommodate sand and afirst fluid reservoir and a second fluid reservoir, which are disposedat opposite sides of the sand reservoir and configured to store thefirst fluid and the second fluid, respectively; a first screeninterposed between the sand reservoir and the first fluid reservoir andhaving a plurality of through holes formed therein; a second screeninterposed between the sand reservoir and the second fluid reservoir andhaving a plurality of through holes formed therein; a discharged waterreservoir configured to store the first fluid discharged from the watertank; a first water level adjustment device configured to adjust a waterlevel of the first fluid reservoir; and a second water level adjustmentdevice configured to adjust a water level of the discharged waterreservoir at the same level as the water level of the first fluidreservoir.
 7. The device according to claim 6, wherein: the first waterlevel adjustment device comprises a first drainage pipe having oppositeopen end portions and disposed in an upper and lower direction in thefirst fluid reservoir, an lower end portion being connected to theoutside of the first fluid reservoir; the second water level adjustmentdevice comprises a second drainage pipe having opposite open endportions and disposed in an upper and lower direction in the dischargedwater reservoir, an lower end portion being connected to the outside ofthe discharged water reservoir; and the discharged water reservoir andthe first drainage pipe are configured to be integrally moved in anupper and lower direction.
 8. The device according to claim 7, furthercomprising a third water level adjustment device configured to adjust awater level of the second fluid reservoir.
 9. The device according toclaim 6, further comprising: a pipe having opposite open end portionsand buried in an upper and lower direction in a sand reservoir; and ahose configured to connect an internal portion of the pipe and thedischarged water reservoir so as to allow fluid to flow therebetween,wherein a plurality of through holes having a diameter as long as fluidflows and sand does not pass therethrough are formed in a lateralsurface of the pipe and the first fluid is filled in the hose.
 10. Thedevice according to claim 6, further comprising a discharge amountmeasurer configured to measure an amount of first fluid discharged tothe outside from the discharged water reservoir.
 11. The deviceaccording to claim 10, wherein the discharge amount measurer comprises:a container disposed below the discharged water reservoir and configuredto accommodate the first fluid discharged from a lower end portion ofthe second drainage pipe; and a scale configured to measure a weight ofthe first fluid accommodated in the container.
 12. The device accordingto claim 6, further comprising at least one boundary surface measuredevice disposed in the sand reservoir and configured to measure aboundary surface of the first fluid and the second fluid, wherein eachof the boundary surface measure device comprises: a measurement pipeburied in the sand reservoir, having an open upper end portion, andhaving a plurality of through holes having a diameter as long as fluidpasses and sand does not pass therethrough and formed in a lateralsurface of the measurement pipe; a laser distance measurer disposed atan upper end portion of the measurement pipe; and a buoy positioned tofreely moved in an upper and lower direction in the measurement pipe andhaving a specific gravity value between specific gravity of the firstfluid and specific gravity of the second fluid.
 13. The device accordingto claim 12, wherein the laser distance measurer receives light that isemitted toward the buoy and then reflected by an upper portion of thebuoy and measures a distance between the laser distance measurer and thebuoy based on a time difference between a time point of emitting lightand a time point of receiving the reflected light to measure a distancebetween the laser distance measurer and the buoy.
 14. A method ofdesigning an optimized seawater pumping apparatus using a computer in asystem in which the seawater pumping apparatus according to claim 1 isinstalled to reduce seawater intrusion in a land in which an aquiferwith a seawater-fresh water boundary surface is formed, the methodcomprising: applying an optimization algorithm to initial condition dataof the aquifer to generate n decision variable sets of the seawaterpumping apparatus; applying an underground water flow model to each ofthe n decision variable sets D to generate n prediction results ofchange in a boundary surface; calculating a performance evaluation valueof each of the n prediction results; and selecting a decision variableset having a maximum performance evaluation value, Wherein n is aninteger and equal to or greater than
 2. 15. The method according toclaim 14, wherein the decision variable set comprises at least onevariable of a location α of the well, a screen height of the well, and adiameter of the pipe.
 16. The method according to claim 14, wherein theinitial condition data of the aquifer comprises data about distributionof boundary surface and a groundwater level prior to pumping by theseawater pumping apparatus.
 17. The method according to claim 14,wherein: the optimization algorithm is a genetic algorithm; and prior tothe selecting the decision variable set, applying the optimizationalgorithm, applying the underground water flow model, calculating theperformance evaluation value are repeatedly performed G times, wherein Gis an integer and equal to or greater than
 2. 18. The method accordingto claim 14, wherein the underground water flow model is DUSWIM.
 19. Themethod according to claim 14, wherein: a performance evaluation value ofeach of the n prediction results is proportional to a value of apredefined evaluation function; the evaluation function comprises atleast one term of a target time ratio, the boundary reduction volumeratio, and the boundary reduction area ratio; the target time ratio isproportional to a ratio of a target boundary arriving time to a reducedtarget time; the boundary reduction volume ratio is proportional to aratio of a volume affected by seawater after pumping to a volumeaffected by seawater prior to pumping; and the boundary reduction arearatio is proportional to a ratio of a reduced area of the boundarysurface after pumping to an entire modeling area.
 20. The methodaccording to claim 19, wherein the evaluation function is proportionalto at least one of the target time ratio, the boundary reduction volumeratio, and the boundary reduction area ratio.
 21. A computer readablerecording medium having recorded thereon a program for executing themethod of claim 14.